Filter Performance Optimization for Protozoan Pathogen and Particulate Contaminant Removal During Drinking Water Treatment

dc.contributor.authorDe Silva, Kalani
dc.date.accessioned2026-01-27T18:35:10Z
dc.date.available2026-01-27T18:35:10Z
dc.date.issued2026-01-27
dc.date.submitted2026-01-23
dc.description.abstractPhysico-chemical filtration (chemically assisted filtration; CAF) remains a critical barrier for the removal of particulate contaminants, including Cryptosporidium oocysts and emerging contaminants such as microplastics, during drinking water treatment. Ensuring consistent CAF performance becomes particularly challenging for systems reliant on high-quality source waters—those with low turbidity and low dissolved organic carbon concentrations—where traditional performance indicators such as turbidity may provide limited insight into the adequacy of coagulation, as source waters often already meet treated-water turbidity criteria prior to coagulation. Under these conditions, coagulant inadequacy or under-dosing may not be readily apparent, potentially resulting in insufficient particle destabilization and overestimation of Cryptosporidium oocyst removal by CAF and associated regulatory treatment credits. The goal of this research was to demonstrate the importance of particle destabilization for achieving reliable removal of protozoan pathogens and other particulate contaminants (including microplastics) by CAF for systems reliant on high-quality source waters. While the importance of coagulation in destabilizing particles for effective CAF is well known, its regulatory and operational relevance—particularly for HQSW—needs to be revisited given the public health importance of drinking water treatment. Pilot-scale performance demonstrations were conducted to: (1) demonstrate the inadequacy of filter effluent turbidity as an indicator of coagulant demand required to achieve ≥3-log protozoan removal by CAF; (2) evaluate zeta potential as an operational tool to indicate the sufficiency of particle destabilization needed to maximize protozoan removal by CAF; (3) investigate direct in-line CAF’s ability to achieve ≥3-log protozoan removal; (4) determine whether removal of microplastics exhibit behavior consistent with other colloidal particles during CAF; and (5) evaluate key methodological factors that contribute to variability and uncertainty in performance demonstrations to enhance confidence in interpreting measured CAF performance. Collectively, the findings reinforce that adequate coagulation and particle destabilization are fundamental drivers of CAF performance across particle types, treatment configurations, and methodological approaches. This work demonstrated that turbidity alone cannot indicate adequacy of coagulant application for high-quality source waters, whereas zeta potential offers a tool to guide coagulant dosing and confirm the particle destabilization needed to achieve ≥3-log protozoan removal by CAF, recognizing that sufficient destabilization range and associated coagulant doses vary with system and water quality specific conditions. At the same time, it also demonstrated performance demonstration methods commonly used to evaluate protozoan removal remain reliable and yield consistent results when particle destabilization is optimized. This work highlights opportunities to strengthen treatment guidance for the removal of protozoan pathogens by CAF for systems reliant on low-turbidity, low-DOC source waters, provides pilot-scale evidence supporting reconsideration of treatment credits assigned to direct in-line CAF, and offers foundational process understanding needed to inform regulatory policy on microplastics.
dc.identifier.urihttps://hdl.handle.net/10012/22908
dc.language.isoen
dc.pendingfalse
dc.publisherUniversity of Waterlooen
dc.subjectparticle destabilization
dc.subjectcoagulation
dc.subjectCryptosporidium
dc.subjecthigh-quality source water
dc.subjectzeta potential
dc.subjectmicroplastics
dc.subjectperformance demonstrations
dc.subjectregulatory guidelines
dc.subjectphysico-chemical filtration
dc.subjectlow turbidity
dc.subjectlow dissolved organic carbon concentrations
dc.subjectchallenge tests
dc.subjectchemically-assisted filtration
dc.subjectdirect in-line filtration
dc.subjectconventional filtration
dc.subjectpilot-scale
dc.subjectprotozoan pathogen removal
dc.titleFilter Performance Optimization for Protozoan Pathogen and Particulate Contaminant Removal During Drinking Water Treatment
dc.typeDoctoral Thesis
uws-etd.degreeDoctor of Philosophy
uws-etd.degree.departmentCivil and Environmental Engineering
uws-etd.degree.disciplineCivil Engineering (Water)
uws-etd.degree.grantorUniversity of Waterlooen
uws-etd.embargo.terms0
uws.comment.hiddenThis thesis is submitted on January 23rd to meet the 100% tuition refund deadline. Thank you.
uws.contributor.advisorEmelko, Monica
uws.contributor.affiliation1Faculty of Engineering
uws.peerReviewStatusUnrevieweden
uws.published.cityWaterlooen
uws.published.countryCanadaen
uws.published.provinceOntarioen
uws.scholarLevelGraduateen
uws.typeOfResourceTexten

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